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HomeMy WebLinkAbout2619 Iroquois Ave 18-3454 (garage addition) (a)0 6 CTS E � o c�a X03 �o qv3 _E& a E �Exx on§ aEPP �a= ov �g E E ,E m L w J c rn 2 � N V $ c m" d U H V c 4 0 W N zam vd� L & ,i vl N o � 2 Nxo a� ago B Et i4 t � C 9a N E oma o � =v� c E E o �$ E�5 Joy SEI �EV o. c .2 s .v aw �$V a s=g Boa a 'F m Eo R 2a� o a' v � 3 ESQ O � N a hod "gn vD o E =o E 2.2 E m Vis= S"x PROPOSED SIDE ELEVATION GENERAL NOTES I. DESIGN AND LOADING: A. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA. A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE 2017 ,:oTH EDITION 2. SOIL: A. INET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2,000 PSF FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. C. REINFORCING BARS SHALL CONFORM TO ASTM A&I5, Arol ro OR A617 -GRADE 40 4. DESIGN LOADS: ROOF LIVE LOADS 20 PSI 5. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. #2 GRADE OR BETTER SPF (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED). LEGAL PROPERTY DESCRIPTION LOT 20 BLK 18 DREAMVVOLD PB3 PG90 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH, AND MEETS THE REQUIREMENTS OF SECTION R301 AND ALL APPLICABLE STRUCTURAL SECTIONS OF THE FLORIDA BUILDING CODE 2017 6th EDITION Applicable codes: FLORIDA BUILDING CODE Existing Building 2017 INDEX OF DRAWINGS PAGE# DESCRIPTION # of PAGES A-0 COVER SHEET 1 A-1 SITE PLAN 1 A-2 EXISTING/DEMO FLOOR PLAN AND ELEVATIONS 1 I A-3 PROPOSED FLOOR PLAN AND ELEVATIONS 1 A-5 DETAILS 1 TOTAL PAGES: 5 SCOPE OF WORK To obtain permits for interior alteration Level II in concordance to the provisions of the FBC Existing 2017 and relevant laws: - Exterior wall house reparations. PROJECT DATA TYPE OF CONSTRUCTION: R1 -Single l --louse Addition CONSTRUCTION DESCRIPTION: Interior Alteration Level II TOTAL SQ. FT. N/A RECORD COPY WIND LOAD DESIGN Review for Structural Integrity per 2017 6th Edition F.B.C. WIND SPEED: 140 MPH IMPORTANCE FACTOR: 1.0 EXPOSURE: C INTERNAL PRESSURE COEFFICIENT = +/-0.18 LOCATION PROJECT REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER ui i Ji, 1,1 �tiu ryry.•r,,'y "' f ¢ t I DATE m' S � SANE—ORD BUILDING DIVISION &>d.a. �i I A PERMrr ISSUED SHALL BE CONSTRUED TO BE A „ LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY r0 VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL h Ci i e CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT y t THE BUILDING OFFICIAL FROM THEREAFTER C O U Q I REQUIRING A CORRECTION OF ERRORS IN PLANS, a t u a 1 1 CONSTRUCTION OR VIOLATIONS OF THIS CODE 1;27tIi' k. n gvILOGV �e,q Gf t SANFORD z LOCATION PROJECT N.T.S. S ABACUS_J� C Construction Services, _LLC ,. O > CO U moo WLL� a C: � o � M LU � 7 a 0❑❑❑ Owner: Catherine Pinero 2619 Iroquois Ave. Sanford, FL # Date Description A Professional Seal' � P• CAl14p�'-.. N ' No 77575 j'. STATEO �: .''<ORIOP.•' ,, SS��NAL. •��,,�� Date: 07 2,1 Y Jose A. Campuzano, P.E. Project No: 180715 Designer: JC&kc Drawn. kc Checked: JoseC Date: 07/16/2018 Drawing Title: COVER SHEET Sheet No: A-0 O 4.1 Q m V) ' __J O L O 6, V N a� U 0 Revisions: # Date Description A Professional Seal' � P• CAl14p�'-.. N ' No 77575 j'. STATEO �: .''<ORIOP.•' ,, SS��NAL. •��,,�� Date: 07 2,1 Y Jose A. Campuzano, P.E. Project No: 180715 Designer: JC&kc Drawn. kc Checked: JoseC Date: 07/16/2018 Drawing Title: COVER SHEET Sheet No: A-0 o E Si E $ El �oo _ 3�s QQ00r1rVr1QV1C I'2 r) nr,I `A m e C ABACUS Construction Services LLC_,MI V Cn > N cO [) h LO N Q N LO Q1 � pC J � V C � LL � o � I U Owner: Catherine $ 2619 Iroquois Ave. Sanford, FL m q I., S -B god > - Q �v O - aro o o°° NVN LLN� 0 L cB ��J O Q a.� U � �8� V N o O d - Revisions: L o'� oov T ) ❑ Eta ova El �oo _ 3�s QQ00r1rVr1QV1C I'2 r) nr,I `A m e C ABACUS Construction Services LLC_,MI V Cn > N cO [) h LO N Q N LO Q1 � pC J � V C � LL � o � I U Owner: Catherine Pinero 2619 Iroquois Ave. Sanford, FL q I., > Q m O L- . o°° cB r— Q a.� V N O d - Revisions: ff vate Vescnption Professional Seal: CAMP' N 7575 O ' j STATE '(v C� ORI�P' ,, SS/off L • ��,,, Date: % 2i1 2—(k Jose A. Campuzano, P. E. Project No: 180715 Designer: JC&kc Drawn: kc Checked: Josef Date: 07/16/2018 Drawing Title: PROPOSED SITE PLAN Sheet No: A-1 EX16TING FLOOR PLAN SCALE: 114" = 1'-0" LUEF EX15TING ELEVATION SCALE: 114" = 1'-0" 5OUTH EX15TING ELEVATION SCALE 1/4" = 1'-0" TO INFILL IN CMU EASE' EXISTING ELEVATION SCALE 1/4" = 1'-011 EXISTING FLOOR PLAN &ELEVATIONS El s LJ A,l�� ar,n ABACUS` Construction Services,_LLC ,„ .._._ .. U 0 N ❑ N L? O W LV Owner: Catherine Pinero 2619 Iroquois Ave. Sanford, FL 0 W W Q m 'N J O O O O V) cV W r� V U O D— Revisions: # Date Description Professional Seal: • X11111111111111„ '���'•'�� o E NS��y2,' O �N 7575 STATE-©F-f�' �5 'F<OR IDP '"11111111111111\\\\\ Date: 2 Z� NY Jose A. Campuzano, P.E. Project No: 180715 Designer: JC&kc Drawn: kc Checked: JoseC Date: 07/16/2018 Drawing Title: EXISTING CONDITIONS Sheet No: A-2 PROP05ED FLOOR PLAN SGALE: 114" = 1'-0" �V 'A A S A CALCULA"i'1ON5 EXISTING LIVING AREA HOUSE 1,854.22 5F + ADDED AREA 60.00 SF `i" rAl- Ar' ;A /M NOTE: VERIFY ALL DIMENSIONS PRIOR CONSTRUCTION 5OUTH PROP05ED ELEVATION SCALE 114° = 1'-0" EA5T PROP05ED ELEVATION PROP05ED FLOOR TAN AND ELEVATION5 0 5CALE:Il4" = I,_0„ SCALE 114" = C-0" U 1 �ry a N _ V ABACUS Construction Services, LEC -1 0) C >N� O n •� N S O N o_ M U 75- W w N a ❑❑7❑ Owner: Catherine Pinero 2619 Iroquois Ave, Sanford, FL O M ro `i O LJ_., O O O '- � ) V � V W V N .O Revisions: # Date I Description Professional Seal' E 77575 STATE OF (V�: .,T�•. A ss�...... °.� ,ONAL Dale: 2 Zo ( y Jose A. Campuzano, P. E. Project No: 180715 Designer: JC&kc Drawn: kc Checked: JoseC Date: 07/16/2018 Drawing 'Title: PROPOSED FLOOR PLAN Sheet No: A-3 a3Q SHINGLE W113tl FELT SEE - ELEVATIONS PRE -ENGINEERING 12 TRUSSES 0 24' O.G. x' CD PLTWOOD OR EOUAL 41 O.S.B. SHEATHING _ R-38 INSULATION (MIN.)OR SIMPSON HETA20 8 EA TRUSS POLI URETHANE SPRAY FOAM 26 GAGE METAL —� S'-0' TOP OF CMU WALL MAIN HOUSE DRIP EDGE < ; GONG. FILLED e KNOGK'OJT FASCIA BLOCK COURSE FIN I - N5 BAR FIDERED ROOF COATING BETWEEN PRE -CAST CONIC. HEADER AT OPEOGS W11-#5- CONT. ALUMINUM SOFFIT VENTED TEES LNTEL SCHEDULE) SINGLE HUNG ALUM. WINDOW WISCREEN ITO COMPLY WI WIND LOAD REO) NOTE: VERIFY ALL WALL HEIGHTS, CAULK PERIMETER . I DEAR NO &WINDOW HEIGHTS, ETCWITH CROSS SEC➢ONS AND/OR ELEVATIONS. PRE -CAST CONCRETE SILL 'LIND011 SIL! TIB" STUCCO FINISH PAINTED x'DRTWALL ' I -IS-- VERTICAL IN GROUTED CELL SEE FO DATION PLAN FOR DET. IXl P.T. FURR,NG 3TR1P9 Wll" THICK R'6 INSULATION �- 6X6X16 CONCRETE MA90NRY UNT _ #5 DOWEL P EA VERTICAL EXISTING 4' CONCRETE SLAB REBAR WI 30'LAP 6' ABOVE GRADE J - IMF97TIT M-17 - n Yi 6 MIL VAPOR BARRIER STD. 9e' HOOK 1 S" 2--5 CG T ®�Q /-IT'. CLEAN COMPACTED SCHEDULE) TERMITE TREATED "SOIL EXISTING WALL SECTION WALL DETAIL NOT'I'O SCALE ROOF SHEATHING 24" 1 24" 24" 24" 5 ATHING; <1 �>X- PLYWOOD NAILING SCHEDULE: ° SD RING9HANK 6° O,C. ° GABLE ENDS 4" O.G. W/ RING5HANK 96" 112" PLYWOOD ROOF 51-1EATHING D6 CMU ANCHORAGE 81MP90N HETA29 STIP ATTACH TO TRU55 AS REC BY DESIGN � FASTEN TO C WALL A5 REQ'D BY DESI FULLY GROUTS D1 ROOF SHEATHING LAYOUT SINGLE RG SYSTEM IN'. PER MANU SPECIRCA D3 NG TRUSSE5 STRUCTURE LENGTH STUCCO DETAIL OVER BLOCK MASONRY `7! 1 BONDING AGENT 1 (OPTIONAL) �� �Z SCRATCH COAT BROWN COAT 5TO PRIMER STUCCO FINSH _ I' /� '•ti' (SMOOTH OR TEXTURED) y f. STUCCO THICKNE55 IS TO 5r= Ya' ON GONG. BLOCK SURFACES DE7AIL5 N.T.S. TYPICAL DOOR & WINDOW BUCK ATTACHMENT TO CMU (SEE SCHEDULE) 3LOCK WITH " G,C, (MIN.) VALLEY DETAIL 18-21" VALLEY FLASHING CENTERED ALONG ENTIRE VALLEY SEAM- INSTALL 2 BEADS OF FIDERED ROOF COATING BETWEEN FLASHING AND. DECKING AND ATTACH WITH CAP NAIL AT "C 1/2' CDX PLYWOOD DECKING (SEE DETAILS SECTION FOR NAILING ®�Q /-IT'. SCHEDULE) INFILL WALL DETAIL 10' DOWEL AND 5ET LATERAL a5 REDAR5 P 31,8" O.C. EMBED W/EPDXY MIN. C, INTO EXI5TING CMU WALL FOUR 2,500 PSI CONCRE fE _ HEADER TO REMAIN - - I 7/8" STUCCO FINISH MATCH TO EXISTING SARRIER 4 SOLID JAM PER PREVIOUS OPENING TO METAL LATH fG - ,LL _._ REMAIN i - - '--=- 1#5 VERTICAL BOTH SIDES IN GROUTED CELLS -T I - CLEANOUTS REQ'D FOR - GROUT POURED ' 4" MINIMUM _ PER 203.3.3 EQUALEWAL OPENING D7 S F�J1, lr ' Sat N �CoConstruction Services LL V/ > Ln �.0 LO L N O (N N V)'j